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Home My WebLink AboutR-413708GENERAL NOTES IF W LEGEND ® DEWATERING FACILITY — x — FOD/SECURITY FENCE —❑ — LOW PROFILE FOD BARRIER —0— CONSTRUCTION FENCE CONSTRUCTION GATE WORK AREA CONTRACTOR STAGING AREA CONTRACTOR HAUL ROUTE *000+ BOEING VEHICLE ROUTE — - - — PROPERTY LEASE BOUNDARY CONSTRUCTION PHASE AREAS DEWATERING PIPE RAMP DEWATERING DISCHARGE HOSE > DEWATERING PIPE LINE CONTROL POINT FLAGGER BARRICADES SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - j APRON A Cl PROJECT - SITE DCN-03 CONSTRUCTION -------------------- ---- ACCESS _ --0 SS J DATUM NOTE -.- PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. BY APPROVED DATE SYM REVISION RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS 0 0 0 o 3Nn 3S/3l ON1308 - �fi I STALL / A-2 u i 0 o I O o / � I I mO I/ / 13 PHASE 1 II / ° ------- ------ I -I-- "' m --------- w fil N LLJ —0 ,jw Ew mm.0 — — —m -- C � o y 0 0 0 0 O o To oI o _ Z U JI I O 177 — z ------------ --------------- p �U Iaf O I w I Z 2 A E�= —� Zoo u a I BLDG 5-50 ° Ssg° one O ❑ z FO ❑ m ti I�o �L2cylm I ❑ o 0 g o mm 0 ❑ o / ® A ID ID �m 1010 ss x \\ \Y m Y' of o / Q o n 13 • xl = x x / 30 15 0 15 30 60 SCALE: 1:30 APRON A CONSTRUCTION PHASING STAGING PLAN SCALE: 1 " = 60' BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 74px.�-Z/ za ;;z a1; IN COMPLIANCE WITH CITY OF RENTON STANDARDS w ACCEPTABILITY DRAWN R. TEMPLADO WASkjI G 0 THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA �4 f STER�1$� NA E� APPROVED - APPROVED 1. THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIOR AUTHORIZATION FROM BOEING SECURITY AND UNDER SECURITY SUPERVISION. 2. CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURITY FENCE FOR THE DURATION OF CONSTRUCTION. SECURITY FENCING SHALL BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURITY FENCING 3. THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME DURING CONSTRUCTION. IF STALL IMPACTS ARE REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER A MINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR ACCESS THE STALL. 4. APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. 6. BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH THE SITE AT ALL TIMES. UNLESS SHOWN IN THESE DOCUMENTS THE CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THE CONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT MANAGER. 7. MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES DURING CONSTRUCTION. 8. FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL TIMES WHEN GATES ARE UNLOCKED. ALL CONSTRUCTION GATES SHALL BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. 9. METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT PAVEMENTS ON THE AIRPORT. ALL EQUIPMENT USED ON WITHIN THE SECURITY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKS OR TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT PAVEMENT ON THE PROJECT SITE DAMAGED BY CONSTRUCTION ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. CONSTRUCTION PHASING NOTES 1. UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE PLANS AT ANY ONE TIME. 2. THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. WORK IN PHASE 2 AND PHASE 3 SHALL NOT OCCUR CONCURRENTLY. NO WORK SHALL START IN A NEW PHASE OR PAIR OF PHASES OR IN ANY AREA OUTSIDE OF THE ACTIVE WORK AREA UNTIL ALL WORK IS COMPLETED IN THE CURRENT PHASE/WORK AREA AND THE PHASE/WORK AREA IS RETURNED TO ACTIVE BOEING STATUS UNLESS OTHERWISE APPROVED IN WRITING BY BOEING. 4. CONTRACTOR STAGING FOR WORK WITHIN PHASE 1 & 2 SHALL OCCUR IN THE PHASE 2 CONTRACTOR STAGING AREA. CONTRACTOR STAGING FOR WORK WITHIN PHASES 3, 4 & 5 SHALL OCCUR WITHIN PHASE 3 CONTRACTOR STAGING AREA UNLESS OTHERWISE APPROVED BY BOEING CONSTRUCTION MANAGER. 5. THE DEWATERING FACILITIES AND PIPELINE LOCATIONS SHOWN ARE RECOMMENDED OPTIONS. THE CONTRACTOR SHALL PROVIDE FOR REVIEW AND APPROVAL OF THESE DEWATERING PLANS. 6. DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HDPE PIPE. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8. DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9. CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10. LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. PERMIT SUB DESIGN BY DOWL R-413708 4TE SUBTITLE 09.29.20 CONSTRUCTION PHASING & STAGING PLAN 09.29.20 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09.29.20 1 NORTH BOEING FIELD CIVIL MASTER MITTAL DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W3689354 — 09.29.20 SHEET SEQUENCE NO. C6 C5 RENTON, WA DWG NO. 05-APRON-A-C6 0 N N rn 0 J